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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 CrAccepted-AOC | ₹7.7 Cr | L1 | Accepted-AOC LER |
| 2 | L2₹8.1 Cr+₹31.0 L (4.00%)Rejected-Finance 15A2 1 INTUC 5 SANKARANKOVIL ROAD RAJAPALAYAM TALUK VIRUDHUNAGAR DISTRICT 626 117 | VIRUDHUNAGAR | TAMIL NADU | 626117 | ₹8.1 Cr+₹31.0 L (4.00%) | L2 | Rejected-Finance above the tendered estimate value for this package and become L2 |
| Sl No | Description | Qty | Unit | RAM CONSTRUCTIONS L2 | Vijayakumar L1 |
|---|---|---|---|---|---|
| 1.00Part-1:- Construction of Bridge Across Gundar River Along Kanakkanenthal to Johilpatti Road at Johilpatti Panchayat in Kariyapatti Block at Virudhunagar District (Bridge) | |||||
| 1.01 | Earthwork Excavation in all Classes of Soil Except Hard Rock Requiring Blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for DRESSING THE BED UP TO SILL LEVEL. | 771.79 | m3 | 128.13 ₹98,889.45 | 123.2 ₹95,084.53 Lowest |
| 1.02 | Earthwork Excavation in all Classes of Soil Except Hard Rock Requiring Blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as Bailing out water, providing and maintaining necessary coffferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifications for FOUNDATION (OPEN FOUNDATION) UNDER ABUTMENTS & PIERS BELOW SILL LEVEL. | 309.45 | m3 | 475.28 ₹1,47,075.4 | 457 ₹1,41,418.65 Lowest |
| 1.03 | Earthwork Excavation in Soft Disintegrated Rock Not Requiring Blasting Except Hard Rock Requiring Blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as Bailing our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for (OPEN FOUNDATION) UNDER ABUTMENTS & PIERS BELOW SILL LEVEL. | 374.38 | m3 | 601.12 ₹2,25,047.31 | 578 ₹2,16,391.64 Lowest |
| 1.04 | Earthwork Excavation in Medium Rock & Dense Medium Rock Requiring Blasting Except Hard Rock Requiring Blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as Bailing our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for (OPEN FOUNDATION) UNDER ABUTMENTS & PIERS BELOW SILL LEVEL. | 167.86 | m3 | 1,142.44 ₹1,91,769.98 | 1,098.5 ₹1,84,394.21 Lowest |
| 1.05 | Providing and Fixing Dowel Bars with 32mm Steel Rods of 1.5m length embedded into the rock to a depth of 0.9m by providing required depth of holes by drilling the rock in 50mm dia wherever necessary including fixing in position by grouting the embedded portion with CM 1:2 after placing the bars Sub-Structure of Abutment / Pier/Wing and Top Footing of Open Foundation/Raft Foundation. | 353 | nos | 921.44 ₹3,25,268.32 | 886 ₹3,12,758 Lowest |
| 1.06 | Vibrated Cement Concrete of Grade M 15 using 40mm, 20mm & 10mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Levelling Course Below Abutments,Return Wall & Piers Footing. | 33.57 | m3 | 5,219.76 ₹1,75,227.34 | 5,019 ₹1,68,487.83 Lowest |
| 1.07 | Vibrated Reinforced Cement Concrete of Grade M35 using 20 & 12mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Footing Under Abutment, Return Wall & Piers Below Sill Level. | 459.91 | m3 | 9,811.88 ₹45,12,581.73 | 9,434.5 ₹43,39,020.9 Lowest |
| 1.08 | Vibrated Reinforced Cement Concrete of Grade M35 using 20 & 12mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS AND WINGS BELOW SILL LEVEL. | 28.73 | m3 | 10,195.12 ₹2,92,905.8 | 9,803 ₹2,81,640.19 Lowest |
| 1.09 | Vibrated Reinforced Cement Concrete of Grade M35 using 20 & 12mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS AND WINGS ABOVE SILL LEVEL. | 100.6 | m3 | 10,579.92 ₹10,64,339.95 | 10,173 ₹10,23,403.8 Lowest |
Tender Value
₹8.1 Cr
EMD Value
₹8.1 L
Closing Date
9 Jan 2025, 3:00 pmClosed
the Project Director, DRDA, Virudhunagar District.
the Project Director, DRDA, Virudhunagar District.
Construction of Bridge across Gundar River along Kanakkanenthal to Johilpatti Road at Johilpatti panchayat in Kariapatti Block at Virudhunagar District under State Fund -(2024-25).
2024_RDTN_512772_1
DIPR/5540/Tender/2024
Open Tender
Civil Works - Bridges
Item Rate
120 days
the Project Director, DRDA, Virudhunagar District.
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹8.1 L
the Project Director, DRDA, Virudhunagar District.
20 Nov 2025
24 Dec 2024
9 Jan 2025
24 Dec 2024
9 Jan 2025
26 Dec 2024
26 Dec 2024
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